1) column-beam intensity ratio
柱梁强度比
1.
Research on the effect of casting slab on frame structure column-beam intensity ratio
现浇楼板对框架结构柱梁强度比的影响研究
3) ratio of column linear rigidity to beam one
柱梁线刚度比
1.
Based on the analysis of ratio of column linear rigidity to beam one,form of load,second moment and plastic hinge in column,this paper is intended to get some helpful advise for moment modulation design.
预应力框架弯矩调幅规律与连续梁相比有着自己的特点,通过对柱梁线刚度比、外荷载形式、次弯矩和柱铰可行性几个方面进行分析,希望可以对预应力框架弯矩调幅设计提供一点参考和帮助。
4) strong beam with weak column
弱柱强梁
5) equal strength column and beam
梁柱等强
1.
Through the test of two concrete frames under vertical load and nonlinear finite programme analysis,the performances of strong beam with weak column and equal strength column and beam are studied,such as ultimate load,deflection,displacement ductility,redistribution of internal force.
通过两榀单层单跨混凝土框架在竖向荷载下的试验研究和非线性有限元全过程分析,对“梁强于柱”和“梁柱等强”框架的极限荷载、正常使用状态下的变形、位移延性和塑性内力重分布进行了研究。
6) strong column-weak beam
强柱弱梁
1.
Rationality analysis on seismic fortification measures about "strong column-weak beam" for concrete structures in China;
我国混凝土结构“强柱弱梁”抗震措施合理性分析
2.
Comparison of ″strong column-weak beam″ design between Chinese seismic design code GB 50010—2001 and Eurocode EN 1998-1
中欧抗震设计规范关于“强柱弱梁”设计比较
3.
In Wenchuan Earthquake, the major failure mode of the masonry-infilled frame structures is plastic hinge in column which illustrates that the strong column-weak beam mechanism required by the Chinese seismic code fails to realize, and one of the main reasons is not taking into account the effect of infilled walls appropriately.
此次汶川地震的震害调查表明填充墙框架结构普遍出现了以柱铰破坏为主的失效模式,规范所要求的“强柱弱梁”失效机制未能预期实现,而没有合理考虑填充墙的效应是主要原因之一,因此,本文针对填充墙框架结构未能实现“强柱弱梁”失效机制的破坏现象,对填充墙框架结构进行了抗震性能研究。
补充资料：柱梁
1.柱与梁。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条